JPH0423949Y2 - - Google Patents
Info
- Publication number
- JPH0423949Y2 JPH0423949Y2 JP2456185U JP2456185U JPH0423949Y2 JP H0423949 Y2 JPH0423949 Y2 JP H0423949Y2 JP 2456185 U JP2456185 U JP 2456185U JP 2456185 U JP2456185 U JP 2456185U JP H0423949 Y2 JPH0423949 Y2 JP H0423949Y2
- Authority
- JP
- Japan
- Prior art keywords
- pile
- base plate
- socket
- winch
- arm
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 239000002184 metal Substances 0.000 claims description 4
- 229910052751 metal Inorganic materials 0.000 claims description 4
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Shovels (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Description
【考案の詳細な説明】
産業上の利用分野
本考案は、油圧シヨベルのアームを利用した杭
打ち装置に関するものである。[Detailed Description of the Invention] Industrial Application Field The present invention relates to a pile driving device that utilizes the arm of a hydraulic excavator.
従来の技術
従来、土木現場で掘削した穴の崩落を防止する
ために杭を打込み、該杭でもつて土留板を受け止
めているものである。杭を打込む方法としては専
用のエアハンマーがあるが、しかし、軟弱地盤で
小規模の杭打ちにおいては油圧シヨベルのブーム
先端に設けたバケツトを利用し、該バケツトに吊
下したワイヤーに杭を吊込みすると共に所望位置
へ旋回して位置決めした後にバケツトの底部でも
つて杭を打込んでいるものである。BACKGROUND TECHNOLOGY Conventionally, in order to prevent holes excavated at civil engineering sites from collapsing, piles are driven into the holes, and retaining plates are supported by the piles. A special air hammer is used to drive piles, but when driving small-scale piles in soft ground, a bucket attached to the tip of the boom of a hydraulic excavator is used, and the pile is attached to a wire suspended from the bucket. After the bucket is hung and rotated to the desired position, a stake is driven into the bottom of the bucket.
考案が解決しようとする問題点
しかしながら、前記杭打ち方法においては、杭
の位置決めを作業者の人力でなすため、重量のあ
る杭(約250〜500Kg)の位置決めに手間を要し、
杭のヘツドが係止されないため杭が鉛直に入ら
ず、更にバケツトの下方で作業者が作業をなすた
め危険である等の欠点があつた。Problems to be solved by the invention However, in the above-mentioned pile driving method, the positioning of the piles is done manually by the worker, so it takes time and effort to position the heavy piles (approximately 250 to 500 kg).
There were disadvantages such as the piles could not be inserted vertically because the heads of the piles were not locked, and it was dangerous for workers to work below the bucket.
この様な問題点を解消する目的において、本考
案は油圧シヨベルのアームの先端にバケツトに替
えて着脱自在に取付けして杭打ち作業を安全に、
的確でしかも能率的になし得ると共に安価である
等を特徴とした杭打ち装置を提供するものであ
る。 In order to solve these problems, the present invention replaces the bucket belt with a removable attachment at the end of the arm of a hydraulic excavator, making pile driving work safer and easier.
It is an object of the present invention to provide a pile driving device that is characterized by being accurate, efficient, and inexpensive.
問題点を解決するための手段
以下、実施例図により本考案の構成を説明す
る。Means for Solving the Problems The configuration of the present invention will be explained below with reference to embodiment figures.
ベース板1の中央部よりやや後方位置に軸受2
を設け、杭の上端に嵌合し得る筒状のソケツト3
の上端より突設した軸片を軸受2に回転自在に軸
支させ、該ソケツト3の内面にクツシヨン材4を
付設し、ベース板1の上面の両側部に左右1対の
縦板5,5′を立設し、該縦板5,5′の上端の前
部位置に油圧用または電動用のウインチ6を設置
し、該ウインチ6のドラムに巻込みしたワイヤー
7をベース板1に設けた孔8よりソケツト3の前
方に付設したリンク9に通係させ、縦板5,5′
の上端の中央と後部位置とにアーム取付用のカラ
ーメタル10,10′を固定した杭打ち装置11
を構成するものである。尚、図中12は油圧シヨ
ベル、13はアーム、14は杭を示す。 Bearing 2 is located slightly rearward of the center of base plate 1.
A cylindrical socket 3 that can be fitted to the upper end of the pile is provided.
A shaft piece protruding from the upper end is rotatably supported by a bearing 2, a cushion material 4 is attached to the inner surface of the socket 3, and a pair of left and right vertical plates 5, 5 are provided on both sides of the upper surface of the base plate 1. A hydraulic or electric winch 6 was installed at the front position of the upper end of the vertical plates 5, 5', and a wire 7 wound around the drum of the winch 6 was installed on the base plate 1. Connect the link 9 attached to the front of the socket 3 through the hole 8, and connect the vertical plates 5, 5'.
A pile driving device 11 with color metals 10, 10' for arm attachment fixed at the center of the upper end and at the rear position.
It constitutes. In the figure, 12 is a hydraulic shovel, 13 is an arm, and 14 is a pile.
作用、効果
本考案になる杭打ち装置11は、第5図、第6
図に示す様に、油圧シヨベル12のアーム13の
先端に取付けていたバケツトを取外し、縦板5,
5′のカラーメタル10,10′の位置にアーム1
3先端のピン孔を嵌合させ、ピンを嵌挿して着脱
自在に杭打ち装置11をアーム13先端に装着
し、そしてウインチ6を油圧シヨベル12の油圧
ユニツトや電動ユニツトに接続して使用するもの
である。そして、第5図に示す様にワイヤー7の
先端を杭14に巻着してウインチ6を作動させな
がら杭14を吊上げ、杭14のヘツドをソケツト
3内に第6図に示す様に嵌合させて保持しながら
所望位置へと移動してアーム13を利用して杭1
4を押込みするものである。Actions and Effects The pile driving device 11 according to the present invention is shown in Figs. 5 and 6.
As shown in the figure, remove the bucket that was attached to the tip of the arm 13 of the hydraulic excavator 12, and
Color metal 10 at 5', arm 1 at position 10'
3, the pin hole at the tip is fitted, the pin is inserted and the pile driving device 11 is removably attached to the tip of the arm 13, and the winch 6 is connected to the hydraulic unit or electric unit of the hydraulic excavator 12. It is. Then, as shown in FIG. 5, the tip of the wire 7 is wound around the stake 14, the stake 14 is lifted up while operating the winch 6, and the head of the stake 14 is fitted into the socket 3 as shown in FIG. 6. While holding the pile, move it to the desired position and use the arm 13 to attach the pile 1.
4 is pushed in.
従つて、杭14のヘツドをソケツト3に嵌合さ
せた後には油圧シヨベル12のオペレータが一人
で旋回、移動、押込みをなし得るものであり、杭
14の上端をソケツト3に嵌合させているため杭
14が安定してふらつくことなく、押込み時の杭
の角度修正も容易であり、作業時の危険も少な
く、高能率に杭を打込みし得るものである。ソケ
ツト3は軸受2に軸支しているため回転が自由で
あり、アーム13を打込み位置に対して斜向させ
た場合においても、杭14を作業者が正常に転回
させて押込みし得るものである。そしてエアハン
マー等に比べて製作コストも安価であるため油圧
シヨベルのアタツチメントとして利用しながら杭
打作業の省力化を企図し得る等、前記した様な顕
著な諸効果を奏するものである。 Therefore, after the head of the pile 14 is fitted into the socket 3, the operator of the hydraulic excavator 12 can turn, move, and push it alone, and the upper end of the pile 14 is fitted into the socket 3. Therefore, the pile 14 is stable and does not wobble, the angle of the pile can be easily adjusted during driving, there is little danger during work, and the pile can be driven with high efficiency. Since the socket 3 is pivotally supported by the bearing 2, it can rotate freely, and even when the arm 13 is tilted to the driving position, the worker can turn the pile 14 normally and push it in. be. In addition, since the production cost is lower than that of an air hammer or the like, it can be used as an attachment for a hydraulic excavator and can be used to save labor in pile driving work, and has the remarkable effects mentioned above.
第1図は本考案の実施例に係る杭打ち装置の正
面図、第2図はその左側面図、第3図はその背面
図、第4図は第3図A−A線断面図、第5図、第
6図は使用状態図である。
1……ベース板、3……ソケツト、5,5′…
…縦板、6……ウインチ、7……ワイヤー、1
0,10′……カラーメタル。
Fig. 1 is a front view of a pile driving device according to an embodiment of the present invention, Fig. 2 is a left side view thereof, Fig. 3 is a rear view thereof, Fig. 4 is a sectional view taken along line A-A in Fig. 5 and 6 are usage state diagrams. 1... Base plate, 3... Socket, 5, 5'...
... Vertical board, 6... Winch, 7... Wire, 1
0,10'...Colored metal.
Claims (1)
ケツトを回転自在に軸支し、ベース板の上面に縦
板を左右対向に立設し、該縦板の上端前部にウイ
ンチを架設し、該ウインチのドラムに巻込みした
ワイヤーをベース板の孔よりソケツトの前方へ垂
下させ、縦板の上端の中央と後部位置とにアーム
取付用のカラーメタルを固定したことを特徴とし
て成る、油圧シヨベル用杭打ち装置。 A cylindrical socket that fits on the top end of the pile is rotatably supported on the bottom surface of the base plate, vertical plates are erected left and right on the top surface of the base plate, and a winch is installed in front of the top end of the vertical plate. The wire wound around the drum of the winch is suspended from the hole in the base plate to the front of the socket, and colored metal for arm attachment is fixed at the center and rear position of the upper end of the vertical plate. Pile driving device for hydraulic excavators.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2456185U JPH0423949Y2 (en) | 1985-02-21 | 1985-02-21 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2456185U JPH0423949Y2 (en) | 1985-02-21 | 1985-02-21 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61141344U JPS61141344U (en) | 1986-09-01 |
JPH0423949Y2 true JPH0423949Y2 (en) | 1992-06-04 |
Family
ID=30518824
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2456185U Expired JPH0423949Y2 (en) | 1985-02-21 | 1985-02-21 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0423949Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006152725A (en) * | 2004-11-30 | 2006-06-15 | Fumio Kinoshita | Build-up method of foundation pile, work machine for building up foundation pile and attachment for building up foundation pile |
-
1985
- 1985-02-21 JP JP2456185U patent/JPH0423949Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS61141344U (en) | 1986-09-01 |
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